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HomeMy WebLinkAboutT Terefelner Engineering0 I N 0 I O 0 r� i i i O;LL-UP ©iOOR m lum 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THIS STRUCTURE IS DESIGNED AS A NON—HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS, IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. 5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 6. ROOF AND WALL SHEATHING SECURED WITH #12-14x1" SELF—DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF—DRILLING SCREWS. B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. 10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. SUB—GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE: —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE REINFORCING STEEL (REBAR) REQUIREMENTS: -MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE GROUT, AND �" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATH ER. GALVANIZATION: —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. IN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER -------------------------------- P1OLL___Jp ---------------- DOOR --------------------- ---------ROLL=.UP---------------- DOOR owe J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END—WALL POST 2" MIN. --i H- ABASE RAIL F-12"— MINIMUM SOIL BEARING CAPACITY 2,000 PSF(TYP.) TZ2,500 22,500 PSI 4" CONCRETE SLAB W.W.F. OR FIBER (2) #5 REBAR ® 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4 DOOR WIDTH MANUFACTURER ELEVATION VIEW DOOR FRAMING " RECESS .75"T 4" OOR WIDT OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS CONSTRUCTION TYPE i i I i SWINGING DOOR I 0 I 12"x12" REINFORCED FOOTER -------------------------------------------------- PIO LL= -U P ---------� ------ ---------------------------- DOOR m -0 CODE INFORMATION CODE VERSION FBC 2017 6th Editioi ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,050 SQ. FT. UnAPIN er: MTB DATE: 4/30/20 LOCAMN:5480 Slash Pine Trail, Ft. Pierce SIZE 351 X 30'W X 12'H r ., r. LIJ z Matthew T." Baldwin P.E. Florida License #64608 Q Sheet: CA— 1 OF 4 ._D• ROLL -UP DOOR N AMA CA FEU, S. THERE n N 12 3� _o �nx• CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II -B m SWINGING DOOR 3'-0' RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/- 0.18 IMPORTANCE FACTOR 1.0 I-�3'-9�' 3'-6 3'-6 3'-6 3'-8 3'-B 3'-8 3'-8 I I. 30'-0' FRONT END WALL 1,_y�•-1 3,_� 3,_� s'_� 3,_� 3'_� 3'_�.� 30'_0• REAR END WALL ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 0PSF OR 3001b P.L. FLOOR DEAD LOAD 10PSF 5 FLOOR LIVE LOAD 0PSF -o' 0 I iV "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,050 SQ. FT. REVISIONS O.C. MAX. -o' _o- REV DESCRIPTON DATE BY 10'_0• 0 I 0 ROLL -UP DOOR 10'-0' 0 0 ROLL -UP DOOR I DWS B1': MTB DATE` 4/30/20 LOCA11DN:5480 Slash Pine Trail, Ft. Pierce SIZE. 35'L X 30'W X 12'H LEFT SIDE WALL iV W CD Z W IIl?Jf E'r xj �, . �!+�,-,:. �,�,. � i ,,,,✓,y�. i � 3 a ttm if 11 11 11 11 11 11 D.G. MAx. 3 3-1Dj' -10j' 3'-10j' 3-1"B' 3-1`E' 3-1Dj' 3'-1"6' _I RIGHT SIDE WALL 35'-0' LLJ F FloridaWLcenBse #64608 Sheet: CA -2 OrC 4 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14x1" SELF—DRILLING (4)#12-14x4" SELF—DRILLING SECURED TO WALL POST WITH CAMMAN H SCREWS SCREWS AA4),#12-14x4" SELF—DRILLING ��//#y�j 2"x2"x2" 16 GA. ANGLE CLIPEWS " NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" CODE INFORMATION BASE RAIL NIPPLE T „ SECURED WITH (4) #12-14x4" BASE RAI SELF—DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SELF—DRILLING SCREWS CODE VERSION BC 2017 6th Editior SECURED WITH (4) #12-14)j- ASCE-7-10 ELF—DRILLING HEADER R DOUBLE TS ANUFAC URER CARPORTS ANYWHERE S SCREWS SINGLE 0 T R RE l ' :::::III;:. I I'i::a: I '; III - - u SINGLE OR DOUBLETS BUILDING TYPE UTILITY STRUCTURE III'"`" I'+""::III"' " NIPPLE THEADER CONSTRUCTION TYPE II—B SASE RAI RISK CATEGORY I INTERMEDIATE POST TO FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL OCCUPANCY UTILITY, U CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 WIND SPEED Vult-165mph EXPOSURE B 2"x2"x2" 16 GA. ANGLE CLIP SECURED ENCLOSURE ENCLOSED WITH (4) #12-14x4" SELF—DRILLING INTERNAL PRESSURE COEFF. +/— 0.18 SCREWS IMPORTANCE FACTOR 1.0 26 GAUGE ROOF SHEATHING SECURED WITH VARIES (1)#12-14x4" SELF—DRILLING SCREWS ® ROOF DEAD LOAD 10PSF '2-1-2-1' (6" O.C. (9" O.C. MAX.)) TO VIRUS � ROOF LIVE LOAD OPSF OR 3001b P.L. STD. MAX. SPACING FLOOR DEAD LOAD 1OPSF 2"x2"x2" 16 GA. ANGLE CLIP 4b" - FLOOR LIVE LOAD 50PSF SECURED WITH (4) #12-14x4" 3" MIN. _ - "R"RATING OF WALLS, FLOOR, ROOF N/A SELF—DRILLING SCREWS - - MODULES PER BUILDING 1 MINIMUM 6" TS NIPPLE. HURRICANE PROTECTION USAGE NO NIPPLE SECURED TO WALL HURRICANE SHELTER USAGE NO STD. MAX. ACING POST WITH (4)#12-14x4" 1" 16 GAUGE FURRING CHANNEL SELF—DRILLING SCREWS SQUARE FOOTAGE 1,050 SQ. FT. 48" O.C. MAX. SECURED WITH REVISIONS VARIES (2)#12-14x1" SELF—DRILLING Q SCREWS TO EACH RAFTER. REV DESCRIPTON DATE BY NON-STRUCTURAL HEADER OR > SIDE WALL ROLL -UP WINDOW RAIL TO POST DETAIL DOOR/FRAME OUT ROOF PANEL CONNECTION POST TO TRUSS HEADER DETAIL VERTICAL SHEATHING OPTION CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS f O f� #14x1" SELF—DRILLING #12-14 SELF—DRILLING SCREWS ®6" O.C. MAX. DRAWN �` MTB SCREWS ® 10" O.C. MAX., & 6" MAX. FROM CORNERS16 GA. U—CHANNEL DATE 4/30/20 3" MAX. FROM CORNERS BRACE, MIN. 24" UP TO HORIZONTALLY/ 4' MAX. 7' POST, MIN. 48" OVER LocnnoN=5480 Slash Pine Trail, Ft. Pierce FROM CORNERS VERTICALLY 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. SIZE. 35'L X 30'W X 12-H INTERIOR EXTERIOR 1(EXCLUDE END—WALLS) �52" 6" TS NIPPLE. NIPPLE 1 SECURED TO WALL POST WITH A" MINIMUM 24" TS 22 (4)#12-14 NIPPLE x4".SELF—DRILLING SCREWS DOOR FRAME TO POST ROLL -UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER CONNECTION POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL DESIGN PRESSURES - 165 Mph ROOF +23.3/-51.6 FL27402.1—R1 WALLS +25.4/-28.6 DOORS +25.4/-28.6 FL27403.1 WINDOWS +25.4/-28.6 SWINGING DOOR 1 2 3 407 STEEL DOOR 4 5 ZONE +12.0 -26.8 +14,9 -40.7 +23.3 -51.6 +24.2 -25.9 +25.4 -28.6 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1—R1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.3—R5 SERIES 3100 f, J Q Matthew T. Baldwin P.E. Florida License #64608 W Sheet: CA -4 OF 4